Comprehensive coverage and super efficient pedagogy , concepts with such a beautiful explanation will truly help the students like us to gain conceptual clarity in filed of civil engineering
This precisely is missing in academics, even at PG level, almost across all universities. No one discusses Moment Distribution Method, Direct Stiffnes Method in the context of entire structure. All the concepts of rotations, stiffness are coming out of these fundamental methods which are incorporated in the software. There is no better place to learn the Structual Engineering than Econstruct. Hat's off to Sandeep sir and team for taking the initiative to teach real Civil Engineering and train the Engineers to become Engineer in "True Sense".
He is talking about transfer girder Beam which supporting a floating column. Compare to normal beam the size of the girder is much bigger, then how over reinforcement ll happen.
Sir, how one can know by what percent end reaction release/moment release is required at that particular section...? Thanks for providing this informative video 🙏
Satyajit Ghate (VNIT Nagpur) 1) Are torsion modifiers recommended in beams or columns? 2) Should we release a beam framing into the minor direction of a shear wall? 3) Shouldn't the transfer girders supporting shear walls/columns be designed for the shear wall/columnn Major and Minor bending moments? because under Earthquake these moments are going to be induced. 4) If shear walls are connected with coupling beams, they are called coupled shear walls. If we release the coupling beams the walls behave like a cantilever shear wall. Is this type of release recommended, because generally in practice people do this so as to avoid the high shear force these beams experience.
Sir if one end of beam is resting on minor axis of shear wall and another on major axis, now if I have to release, at which end it should be released and why???
Comprehensive coverage and super efficient pedagogy , concepts with such a beautiful explanation will truly help the students like us to gain conceptual clarity in filed of civil engineering
Thanks!
Thank you
This precisely is missing in academics, even at PG level, almost across all universities. No one discusses Moment Distribution Method, Direct Stiffnes Method in the context of entire structure. All the concepts of rotations, stiffness are coming out of these fundamental methods which are incorporated in the software. There is no better place to learn the Structual Engineering than Econstruct. Hat's off to Sandeep sir and team for taking the initiative to teach real Civil Engineering and train the Engineers to become Engineer in "True Sense".
Clear and simple presentatin; very helpfull 🙏
SIR PLEASE PUT ALL VIDEOS OF 12W12M ON YOUR YOU CHANNEL SO EVERY ONE CAN LEARN FROM COLLEGE AS WELL AS PRACTICING ENGINEERS.
I saw yt videos not releasing torsion. Isnt it better not to release torsion?
wonderful explanation
Very well explained Sir
Good video.
Learn lot of things, thanks
Keep posting plz
Respect from heart. Love you sir ❤️❤️❤️
Yes Sir Release is fully released🙏🙂
51:35 if we provide extra rebars in the middle portion and as well as end portions, would the beam be overly reinforced or not?
He is talking about transfer girder Beam which supporting a floating column.
Compare to normal beam the size of the girder is much bigger, then how over reinforcement ll happen.
Will you please tell us about coupling beam
Thank you so much sir.😊
How to release shear walls
Sir, how one can know by what percent end reaction release/moment release is required at that particular section...?
Thanks for providing this informative video 🙏
Incase of secondary and primary beam where we have put the top rebars of secondary beam ?
Is it up or down of primary beam top rebars ?
Satyajit Ghate (VNIT Nagpur)
1) Are torsion modifiers recommended in beams or columns?
2) Should we release a beam framing into the minor direction of a shear wall?
3) Shouldn't the transfer girders supporting shear walls/columns be designed for the shear wall/columnn Major and Minor bending moments? because under Earthquake these moments are going to be induced.
4) If shear walls are connected with coupling beams, they are called coupled shear walls. If we release the coupling beams the walls behave like a cantilever shear wall. Is this type of release recommended, because generally in practice people do this so as to avoid the high shear force these beams experience.
He's very intelligent 👌 👍 😉
Do we want to modle beams as simply supported or continous initially
Very knowledgeable..🔥❤️
Can you give the pdf of note book .
Sir if one end of beam is resting on minor axis of shear wall and another on major axis, now if I have to release, at which end it should be released and why???
Do u give online training?
Thank you,sir...
Sir my question I have seen so many site they have not provided development length so how they Safe from several years?
Thanks
Thanks sir.
Are you still accepting entries for 12 W 12 M ?
@@Econstructofficial ok thanks a lot ❤️
Thank u sir❤️❤️❤️❤️,pls provide more useful content for students who are not able to gain these from academics
So boring...civil engineering is d only career where even after working for 20 years u will be paid least salary toa fresher mba. Waste of time...
Thank you sir